Mechanics of Materials, 5th Edition

by William F. Riley (Emeritus, Iowa State Univ.); Leroy D. Sturges (Iowa State Univ.); Don H. Morris (Virginia Polytechnic Institute and State Univ.)

• ISBN13: 9780471586449
• ISBN10: 0471586447
• Edition: 5th
• Format: Hardcover
• Copyright: 1998-08-01
• Publisher: Wiley

Summary

Winner of the Premier Award for Excellence in Engineering Education Software, MecMovies, by Tim Philpott of University of Missouri, is a series of interactive tutorials, quizzes, problems, and games to support lectures and self-study. Icons in the margins of the text direct readers to appropriate sections of MecMovies. You can access MecMovies through the book's companion website. www.wiley.com/college/riley

Table of Contents

Chapter 1 Introduction and Review of Statics	1	(39)
1-1 INTRODUCTION	1	(1)
1-2 CLASSIFICATION OF FORCES	2	(2)
1-3 EQUILIBRIUM OF A RIGID BODY	4	(19)
1-4 EQUILIBRIUM OF A DEFORMABLE BODY	23	(4)
1-5 INTERNAL FORCES	27	(8)
SUMMARY	35	(5)
Chapter 2 Analysis of Stress: Concepts and Definitions	40	(72)
2-1 INTRODUCTION	40	(1)
2-2 NORMAL STRESS UNDER AXIAL LOADING	40	(1)
2-3 SHEARING STRESS IN CONNECTIONS	41	(2)
2-4 BEARING STRESS	43	(12)
2-5 STRESSES ON AN INCLINED PLANE IN AN AXIALLY LOADED MEMBER	55	(7)
2-6 STRESS AT A GENERAL POINT IN AN ARBITRARILY LOADED MEMBER	62	(2)
2-7 TWO-DIMENSIONAL OR PLANE STRESS	64	(7)
2-8 THE STRESS TRANSFORMATION EQUATIONS FOR PLANE STRESS	71	(7)
2-9 PRINCIPAL STRESSES AND MAXIMUM SHEARING STRESS -- PLANE STRESS	78	(11)
2-10 MOHR'S CIRCLE FOR PLANE STRESS	89	(10)
2-11 GENERAL STATE OF STRESS AT A POINT	99	(7)
SUMMARY	106	(6)
Chapter 3 Analysis of Strain: Concepts and Definitions	112	(29)
3-1 INTRODUCTION	112	(1)
3-2 DISPLACEMENT, DEFORMATION, AND STRAIN	112	(7)
3-3 THE STATE OF STRAIN AT A POINT	119	(1)
3-4 THE STRAIN TRANSFORMATION EQUATIONS FOR PLANE STRAIN	120	(6)
3-5 PRINCIPAL STRAINS AND MAXIMUM SHEAR STRAIN	126	(3)
3-6 MOHR'S CIRCLE FOR PLANE STRAIN	129	(2)
3-7 STRAIN MEASUREMENT AND ROSETTE ANALYSIS	131	(5)
SUMMARY	136	(5)
Chapter 4 Material Properties and Stress-Strain Relationships	141	(39)
4-1 INTRODUCTION	141	(1)
4-2 STRESS-STRAIN DIAGRAMS	141	(9)
4-3 GENERALIZED HOOKE'S LAW	150	(12)
4-4 THERMAL STRAIN	162	(3)
4-5 STRESS-STRAIN EQUATIONS FOR ORTHOTROPIC MATERIALS	165	(4)
4-6 DESIGN LOADS, ALLOWABLE STRESSES, AND FACTOR OF SAFETY	169	(6)
SUMMARY	175	(5)
Chapter 5 Axial Loading Applications and Pressure Vessels	180	(92)
5-1 INTRODUCTION	180	(1)
5-2 DEFORMATION OF AXIALLY LOADED MEMBERS	180	(11)
5-3 DEFORMATIONS IN A SYSTEM OF AXIALLY LOADED BARS	191	(8)
5-4 STATICALLY INDETERMINATE AXIALLY LOADED MEMBERS	199	(15)
5-5 THERMAL EFFECTS	214	(7)
5-6 WELDED CONNECTIONS UNDER CENTRIC LOADING	221	(6)
5-7 STRESS CONCENTRATIONS	227	(5)
5-8 INELASTIC BEHAVIOR OF AXIALLY LOADED MEMBERS	232	(6)
5-9 THIN-WALLED PRESSURE VESSELS	238	(11)
5-10 THICK-WALLED CYLINDRICAL PRESSURE VESSELS	249	(6)
5-11 SHRINK FITTING	255	(3)
5-12 DESIGN	258	(7)
SUMMARY	265	(7)
Chapter 6 Torsional Loading of Shafts	272	(73)
6-1 INTRODUCTION	272	(1)
6-2 TORSIONAL SHEARING STRAIN	273	(2)
6-3 TORSIONAL SHEARING STRESS -- THE ELASTIC TORSION FORMULA	275	(2)
6-4 TORSIONAL DISPLACEMENTS	277	(14)
6-5 STRESSES ON OBLIQUE PLANES	291	(6)
6-6 POWER TRANSMISSION	297	(3)
6-7 STATICALLY INDETERMINATE MEMBERS	300	(11)
6-8 COMBINED EFFECTS -- NORMAL AND SHEARING STRESSES	311	(6)
6-9 STRESS CONCENTRATIONS IN CIRCULAR SHAFTS UNDER TORSIONAL LOADINGS	317	(3)
6-10 INELASTIC BEHAVIOR OF TORSIONAL MEMBERS	320	(7)
6-11 TORSION OF NONCIRCULAR SECTIONS	327	(1)
6-12 TORSION OF THIN-WALLED TUBES -- SHEAR FLOW	328	(5)
6-13 DESIGN PROBLEMS	333	(6)
SUMMARY	339	(6)
Chapter 7 Flexural Loading: Stresses in Beams	345	(130)
7-1 INTRODUCTION	345	(3)
7-2 FLEXURAL STRAINS	348	(2)
7-3 FLEXURAL STRESSES	350	(1)
7-4 THE ELASTIC FLEXURE FORMULA	351	(10)
7-5 SHEAR FORCES AND BENDING MOMENTS IN BEAMS	361	(10)
7-6 LOAD, SHEAR FORCE, AND BENDING MOMENT RELATIONSHIPS	371	(14)
7-7 SHEARING STRESSES IN BEAMS	385	(14)
7-8 PRINCIPAL STRESSES IN FLEXURAL MEMBERS	399	(5)
7-9 FLEXURAL STRESSES -- UNSYMMETRICAL BENDING	404	(7)
7-10 STRESS CONCENTRATIONS UNDER FLEXURAL LOADINGS	411	(3)
7-11 INELASTIC BEHAVIOR OF FLEXURAL MEMBERS	414	(9)
7-12 SHEARING STRESSES IN THIN-WALLED OPEN SECTIONS -- SHEAR CENTER	423	(10)
7-13 FLEXURAL STRESSES IN BEAMS OF TWO MATERIALS	433	(4)
7-14 FLEXURAL STRESSES IN REINFORCED CONCRETE BEAMS	437	(4)
7-15 FLEXURAL STRESSES IN CURVED BEAMS	441	(6)
7-16 COMBINED LOADING	447	(15)
7-17 DESIGN PROBLEMS	462	(5)
SUMMARY	467	(8)
Chapter 8 Flexural Loading: Beam Deflections	475	(79)
8-1 INTRODUCTION	475	(1)
8-2 THE DIFFERENTIAL EQUATION OF THE ELASTIC CURVE	475	(2)
8-3 DEFLECTION BY INTEGRATION	477	(12)
8-4 DEFLECTIONS BY INTEGRATION OF SHEAR-FORCE OR LOAD EQUATIONS	489	(5)
8-5 SINGULARITY FUNCTIONS	494	(9)
8-6 DEFLECTIONS BY SUPERPOSITION	503	(9)
8-7 DEFLECTIONS DUE TO SHEARING STRESS	512	(2)
8-8 DEFLECTIONS BY ENERGY METHODS -- CASTIGLIANO'S THEOREM	514	(8)
8-9 STATICALLY INDETERMINATE BEAMS	522	(21)
8-10 DESIGN PROBLEMS	543	(6)
SUMMARY	549	(5)
Chapter 9 Columns	554	(41)
9-1 INTRODUCTION	554	(1)
9-2 BUCKLING OF LONG STRAIGHT COLUMNS	555	(8)
9-3 EFFECTS OF DIFFERENT IDEALIZED END CONDITIONS	563	(5)
9-4 THE SECANT FORMULA	568	(6)
9-5 EMPIRICAL COLUMN FORMULAS -- CENTRIC LOADING	574	(7)
9-6 ECCENTRICALLY LOADED COLUMNS	581	(5)
9-7 DESIGN PROBLEMS	586	(5)
SUMMARY	591	(4)
Chapter 10 Energy Methods and Theories of Failure	595	(44)
10-1 INTRODUCTION
PART A: ENERGY METHODS	596	(24)
10-2 STRAIN ENERGY	596	(2)
10-3 ELASTIC STRAIN ENERGY FOR VARIOUS LOADS	598	(7)
10-4 IMPACT LOADING	605	(6)
10-5 EQUIVALENT STATIC LOAD METHOD	611	(9)
PART B: THEORIES OF FAILURE FOR STATIC LOADING	620	(19)
10-6 INTRODUCTION	620	(1)
10-7 FAILURE THEORIES FOR DUCTILE MATERIALS	620	(11)
10-8 FAILURE THEORIES FOR BRITTLE MATERIALS	631	(3)
SUMMARY	634	(5)
Appendices	639	(42)
A SECOND MOMENTS OF AREA	639	(21)
B TABLES OF PROPERTIES	660	(21)
Answers	681	(22)
Index	703